Assignment The following consecution reading were taken with a level
and 4m leveling Staff on a continously sloping ground at
Common Intervals of 30m.
0.905 (on A), 1.745, 2.345, 3.125, 3.125, 3.725, 0.545,1.390 ,2.055, 2.955, 3.455, 0.595, 1.015, 1.850,
2.655, and 2.945 (on B).
The instrument was shifted after the sixth and eleventh readings. The RL of A is 395.500. Calculate the RLs of different points different points